EDP Sciences logo
Web of Conferences logo
Search
Menu
All issues Volume 264 (2021) E3S Web Conf., 264 (2021) 02056 References
Open Access
Issue
E3S Web Conf.
Volume 264, 2021
International Scientific Conference “Construction Mechanics, Hydraulics and Water Resources Engineering” (CONMECHYDRO - 2021)
Article Number 02056
Number of page(s) 10
Section Road Construction, Building Structures and Materials
DOI https://doi.org/10.1051/e3sconf/202126402056
Published online 02 June 2021
  1. Mikhailov V.V., Litver S.L. Expanding and stressing cements and self-stressed reinforced concrete structures. M., Stroyizdat,.-p 312. (1974) [Google Scholar]
  2. Mikhailov V.V. and Litver S.L. Stressing cement technology and self-stressed structures. M., Stroyizdat, p.-184. (1975) [Google Scholar]
  3. Mikhailov V.V. The use of concretes on stress cement in monolithic and precast-monolithic construction (review). M., (1975). [Google Scholar]
  4. Instruction for the design of self-stressed reinforced concrete structures. CH 511-78. M., Stroyizdat, p 59. (1979) [Google Scholar]
  5. Aroni S., Bertero U.V. and Polivka M. Chemically Prestressed Concrete, Journal «Prestressed Concrete Institute», 5, Okt., pp.22–25. (1968). [Google Scholar]
  6. Aroni S. and Polivka M. Effekt of Expanded Shale Agregate on properties of Expansive Cement Concrete Proceeding RILEM. Simpozium o Zighweight Agregate Concretes, Budapest, March, pp. 475–502 (1967) [Google Scholar]
  7. Salikhanov S. S., Livshits Y.D., Shtilman E.I. Bridge roadway and the method of its construction. Author's certificate No. 804755. Bulletin of inventions, (6). (1981). [Google Scholar]
  8. Saidkhan Salikhanov. Methodology for Calculating a Slab of a Bridge Web of Reinforced Tensile Concrete with Free Boundary Conditions. International Journal of Innovative Technology and Exploring Engineering (IJITEE) ISSN: 2278-3075, 2, (9), pp. 800–802, December 2019 (SCOPUS). (2019). [Google Scholar]
  9. S.S. Salixanov. Mew Type of Road Bridge Riding Cloth Construction Using SelfTensioning Concrete. International Journal of Advanced Research in Science, Engineering and Technology. 6, (11). pp. 11655–11657, November 2019. [Google Scholar]
  10. Ulugbek Shermuxamedov, Saidkhan Salikhanov, Said Shaumarov, Faxriddin Zokirov. Method of selecting optimal parameters of seismic-proof bearing parts of bridges and overpasses on high-speed railway lines. Journal of critical reviews. 2394–5125. 11, (7), pp. 1578–1585, (SCOPUS2020). [Google Scholar]
  11. Wang, B. Distributed models of self-stress value in textile-reinforced self-stressing concrete, B. Wang, J. Zhao, Q. Wang. - Construction and Building Materials Journal. (126), pp 286–296. (2016) [Google Scholar]
  12. Tanimura, M. Serviceability performance evaluation of RC flexural members improved by using low-shrinkage high-strength concrete, M. Tanimura, R. Sato, Y. Hiramatsu. - Journal of Advanced Concrete Technology. 2 (5), - pp. 149–160. (2007). [Google Scholar]
  13. Ito, H. Early age deformation and resultant induced stress in expansive high strength concrete, H. Ito, I. Maruyama, M. Tanimura, R. Sato. - Journal of Advanced Concrete Technology. 2 (2), pp. 155–174. (2011). [Google Scholar]
  14. Kai-Cheng, X., Confined expansion and bond property of micro-expansive concrete-filled steel tube columns, X. Kai-Cheng, C. Meng-Cheng, Y. Fang. - The Open Civil Engineering Journal. (5),. pp. 173–178. (2011). [Google Scholar]
  15. Ishikawa, Y. Theoretical development of CP method in predicting expansive cement concrete cracking, Fracture Mechanics of Concrete and Concrete Structures / Y. Ishikawa, T. Tanabe. - Recent Advances in Fracture Mechanics of Concrete,. pp 398–405. (2010). [Google Scholar]
  16. Semianiuk, V., Early age strains and self-stresses of expansive concrete members under uniaxial restraint conditions, Semianiuk, V., Tur, V., Herrador M.F., Paredes, M. - Construction and Building Materials Journal. 1 (131),. pp. 39–49. (2016). [Google Scholar]
  17. CNR-DT 203/2006. Guide for the Design and Construction of Concrete Structures Reinforced with Fiber-Reinforced Polymer Bars. - National Research Council. Advisory Committee on Technical Recommendations for Construction. - Rome, June. p 35 c. (2007) [Google Scholar]
  18. Titova L.A. Beilina M.I. and Titov M.Y., Expanding additives to increase the durability of the structure Inst.and Spec.Wor. in Constr. (2004). [Google Scholar]
  19. Gridchina A.A. and Titova L.A., Prospects for the use of concrete on the basis of expanding additives in modern monolithic construction Theor. and ap. asp. of mod. scien. 3 (2014). [Google Scholar]
  20. Nesvetaev G.V., Koryanova Y.I., The influence of the conditions of hardening of concrete with a two-stage extension on the deformative-strength indicators Nauk. (5). (2015). [Google Scholar]
  21. Kuznetsova T.V. and Krivoborodov Yu.R., The composition of the properties and the use of special cements Concr. Techn. 2 8–11 (2014) [Google Scholar]

Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.

Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.

Initial download of the metrics may take a while.